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Transitioning from the 2006 IBC to the 2012 IBC: Structural Provisions

Item #: SK1004SB

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Overview
The structural provisions of the 2012 IBC are very different from those of the 2006 IBC ? primarily because the referenced standard for design loads has changed from ASCE 7-05 to ASCE 7-10. The updated edition contains substantive changes in seismic design provisions, wind design provisions, snow load provisions, design load combinations, and a number of other areas. An overview of these changes are provided in this seminar workbook. Importantly, except for the seismic design provisions, the 2012 IBC is not the same as ASCE 7-10. The differences between the structural provisions of ASCE 7-10 and those of the 2012 IBC are pointed out. The referenced design standards have been updated to: ACI 318-11 for concrete, MSJC standard (ACI 530-11/ASCE 6-11/TMS 402-11) for masonry, AISC 360-10 and AISC 341-10 for structural steel, and NDS-12 and WFCM-12 for wood. The cold-formed steel standards have also been updated. Major changes in the standards that have been updated are presented. Changes in Chapter 17 (Special Inspections and Tests) and Chapter 18 (Soils and Foundations) are also be discussed. No. of pages: 215 Pages
Details
ISBN:
30120812012
Author:
Structures and Code Institute
Pages:
215